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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC NOT AVAILABLE | NA | NA | 121004 | ₹1.7 L | L1 | Accepted-AOC Agreement executed on 19-08-2026 |
| 2 | L2₹1.7 L+₹1,694.65 (1.01%)Rejected-AOC | ₹1.7 L+₹1,694.65 (1.01%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | A HAMZA L2 | SURESH BABU K L1 |
|---|---|---|---|---|---|
| 1.00side protection work | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 3.2 | cum | 946.54 ₹3,028.93 | 937.12 ₹2,998.78 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.8 | cum | 9,046.47 ₹7,237.18 | 8,956.45 ₹7,165.16 Lowest |
| 1.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 6.65 | cum | 11,465.17 ₹76,243.38 | 11,351.09 ₹75,484.75 Lowest |
| 1.00 | OD525882/2025-2026:PVC weep holes- Providing weep holes using PVC 75mm dia pipes working pressure 4kgf/sqcm including cost of material conveyance and all labour charges etc. | 4.5 | metre | 129.28 ₹581.76 | 128 ₹576 Lowest |
| 2.00ROAD Concrete and re concrete | |||||
| 2.00 | OD528176/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to
1.5 m. | 16.8 | sqm | 36.93 ₹620.42 | 36.57 ₹614.38 Lowest |
| 2.00 | OD528190/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 3.85 | cum | 3,166.02 ₹12,189.18 | 3,134.52 ₹12,067.9 Lowest |
| 2.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.8 | cum | 9,611.57 ₹17,300.83 | 9,515.93 ₹17,128.67 Lowest |
| 2.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.94 | cum | 9,232.66 ₹36,413.61 | 9,140.8 ₹36,051.32 Lowest |
Tender Value
₹2 L
EMD Value
₹5,000
Closing Date
5 Jun 2026, 5:00 pmClosed
JAYASREE T U
AE Mannarkkad Municipality
ENTER NUMBER 127 ANGANWADI ROAD NAVEEKARANAM PRO NO 610
2026_LSGD_853011_4
1/2026-27/AE/LID EW/MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,000
Yes
20 Aug 2026
26 May 2026
8 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection work | |||||
| 1.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | - | cum | - | - |
| 1.004 | OD525882/2025-2026:PVC weep holes- Providing weep holes using PVC 75mm dia pipes working pressure 4kgf/sqcm including cost of material conveyance and all labour charges etc. | - | metre | - | - |
| 2ROAD Concrete and re concrete | |||||
| 2.001 | OD528176/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to
1.5 m. | - | sqm | - | - |
| 2.002 | OD528190/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 2.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 2.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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